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<br />.' ..: <br /> <br />TABLE 1 <br /> <br />RESULTS OF SLIDING STABILITY ANALYSES <br />DEWEESE DAM RAISE SECTION ABOVE GAGE HEIGHT 30.1 <br />For Coefficient of Friction of 0.7 <br /> <br />LOADING <br />CASE <br /> <br />COMPUTED REQUIRED <br />FACTOR OF SAFETY FACTOR OF SAFETY <br />2.4 3.0 <br />1.7 2.0 <br />1.2 2.0 <br />0.4 2.0 <br />0.1 2.0 <br />0.5 2.0 <br /> <br />1 - Reservoir at Gage Height 40.4 (Normal Pool) <br /> <br />2 - Reservoir at Gage Height 42.1 (Dam Crest) <br /> <br />3 - Reservoir at Gage Height 44.1 (lOO-year Runoff Event) <br /> <br />4 - Reservoir at Gage Height 52.1 (lO-foot Overtopping) <br /> <br />5 - Reservoir at Gage Height 65.6 (50% PMF Runoff Event) <br /> <br />6 - Reservoir at Gage Height 40.4 (Normal Pool with Ice Load) <br /> <br />GEl Consultants, Inc. <br /> <br />December 1994 <br />Project No. 94311 <br />